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II __ I 1 I - __ _ � ,�� -per s^� •. `_ _ _, ... � <br />TOP <br />T 18' <br />0 <br />ao <br />a •- <br />OQ <br />Y <br />4" <br />4" <br />2'-10" <br />SH 25 <br />HD AT 7'-3" <br />EGRESS <br />10'-6 1/2" <br />15'-4" <br />LINE OF <br />ROOF <br />BELOW- <br />SH 25 11 <br />HD AT 7'-2"11 <br />(V - <br />rn <br />v <br />30'-0" <br />OVERALL <br />16'-7 1/2" <br />R&S <br />SHSLV <br />�. <br />00 <br />WIC <br />8'-0" CLG <br />io <br />3'-2" <br />6" 5'-3 1/2" <br />Z� <br />5'-0 1/2" I <br />OWNERS BATH <br />266 <br />8'-0" CLG <br />I <br />4" <br />I <br />OWNERS SUITE TB N <br />15'-4" X 14'-0" - � <br />8'-0" CLG � N <br />TP <br />- J <br />R & S <br />SHW HD & <br />°OCD VALVE <br />N 60" x 36" <br />o SHOWER <br />04 <br />AHU PAN <br />M <br />BEDROOM #5 <br />10'-0" X 10'-1" M <br />RETURN 8'-0" CLG NU) <br />13'-LOXF 0'-8" ���� AIR BELOW 1 Q T_ <br />8'-0" CLG o w <br />13'-4 1/2" 1'-11 13' 8" 6`10� 5'-2 1/2" 5'-1 1 /2" 4 <br />CIA <br />T-1 3/4" T-1 5/8" T-5' I (2) 2068 BF R& S <br />N L _J R & S JBF <br />DN (2) 206 <br />i <br />C <br />T-3 3/4" <br />22 X36 66 <br />voa)O ATTIC <br />T ACCESS <br />N <br />BATH <br />CLG to <br />r2668 BEDROOM #4 <br />CV <br />0 <br />v <br />BEDROOM #3 <br />1 V-4" X 9'-8" <br />8'-0" CLG - <br />N <br />cc <br />fc <br />io <br />10'-1" X 10'-7" - <br />in <br />8'-0" CLG N <br />�Q� <br />O <br />ow <br />1 V-7 7/8" 2'-3 1/2" 1'-4 1/2" 10,-4„ <br />BEDROOM #2 <br />SH 25 u_ 11'-5" X 10'-8" <br />HD AT 7'-3' co I co 8'-0" CLG <br />EGRESS <br />(2) 2X6 HEADER <br />R & S I SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS <br />SH 25 SH 25 <br />H D AT 7'-3" H D AT 7'-3" <br />EGRESS <br />7'-2 1/2" 2'-9 1/2" 7'-2" 7'-2" <br />10'-0" 5'-8" 14'-4" <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN (ELEVATION B <br />1 /411 = 1'-0„ <br />N <br />0 <br />N <br />4" <br />19 <br />SQUARE FOOTAGE: <br />WALL LEGEND: <br />GENERAL NOTES: <br />/ <br />AREA <br />PROPOSED <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />GYP ON INTERIOR SIDE UNO <br />FIN AWAY FROM WINDOW FRAME. <br />FIRST FLOOR LIVING <br />930 <br />SECOND FLOOR LIVING <br />1287 <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />TOTAL LIVING SQ FT 2217 <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />ENTRY <br />54 <br />GARAGE <br />401 <br />GYP. UNO <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />TOTAL SQ FT 2672 <br />RESISTANT COMPONENTS. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />� - <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />STAIR DATA <br />SMOOTH FINISH. <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />As per Florida Building Code 7th edition (2020), <br />STAIR; <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />, <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />MARK <br />CODE. <br />J <br />and ASCE 7-10 Methods <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />WALL <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />^_1 <br />TRIBUTARY <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AREA (ft)2 <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />INSULATION REQ. <br />INTERIOR END <br />THK. TYPE X GYPSUM BOARD (OR EQUIVALENT) <br />10 39.4 -42.1 39.4 -51.8 <br />APPLIED TO THE GARAGE SIDE. <br />LOCATION <br />R-VALUE /TYPE <br />20 37.6 -40.5 37.6 -48.6 <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK <br />50 35.2 -37.3 35.2 -43.7 <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />to <br />N <br />a) L oN <br />o <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />L <br />'0 a <br />100 33.4 -35.6 33.4 -40.5 <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />CORNER SHELF = 56" A.F.F. <br />4__ <br />♦" <br />O 2 <br />u <br />M <br />GARAGED 30.0 -33.9 30.0 -33.9 <br />(INSTALL BAFFLES AT EAVE) <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />N <br />V <br />-0-0- <br />� <br />M <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />O <br />2 <br />(GARAGE / LIVING) <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />p li 8 <br />c <br />Q <br />T.B. AND T.P. <br />• _ <br />U O <br />w - <br />nNn`` <br />L <br />0O E � <br />7W <br />a <br />V <br />LOFT <br />ENGINEER <br />TRUSSES <br />1/2" <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />SEE SHEET ST <br />FOR STAIR DETAILS <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />\ <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />STAIRS SURFACE AND ANY <br />A3 <br />— — — <br />w <br />SOFFIT PROTECTED ON <br />( <br />1 <br />O <br />THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />STAIR SECTION <br />1 /2„ = 1'-0" <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />NOSING <br />CD <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />�2x MATERIAL <br />(3) 2x12 STRINGER- - / <br />STAIR DETAIL <br />NTS <br />M <br />N <br />O <br />N <br />Ul <br />0 <br />00 <br />U0 <br />Q <br />z <br />w <br />2 <br />TZ <br />w <br />z <br />Q <br />0LLI <br />�LLJ C w0 <br />LU QW IX _j mg�z� <br />x JOzW UW Of`QU00 <br />Q U � XzIi <br />ax�zx�OmoF-_Q CU)000oEoomO¢ <br />zz� <br />Z a-LuILU < J <br />WZgz°(W �Q�ILL 0o <br />a. <br />o 5 oaz a <br />ILa o FQLL <br />f <br />0 <br />0 <br />Z W <br />O� <br />M O <br />Q lM � <br />ILL 10- <br />F—WWM <br />QU¢00 <br />Z <br />W Z <br />W 0 <br />J 0 <br />M1 d' <br />m _ as <br />a de i I I <br />X -� <br />Aj //i�ij //j /XX <br />� I <br />�— o 0 N 0 0 0 <br />N N N N N N <br />CD <br />0�0 p N N N I <br />' z <br />O <br />N rr <br />W <br />o 0 0 0 0 0 <br />STRUCTURAL SHEATHING 2X8 SYP STUDS SET TIGHT TO d- 6 <br />ATTACHED PER NAILING SHEATHING AT 12" O.C. W/ (2) <br />SCHEDULE - ALIGN EXT. SIMPSON MSTAM36 STRAP ' <br />FACE OF SHEATHING W/ EACH STUD ((1) STRAP EACH <br />EXT. FACE OF CMU BELOW SIDE) CENTERED W/ (13) 10dCO NAILS AND (8) 1/4" X 2-1/4" QZ <br />� TITENS INTO GROUT FILLED a-+ zW <br />2.X8 #2 SYP P.T. BASE PLATE (j CMU - STRAPS TO BE o <br />SET TIGHT TO SHEATHING '� ATTACHED DIRECTLY TO CMU Q V w00 <br />W/ 1/2" EPDXY ANCHOR OR Z)Zj <br />1/2" J BOLT W/ MIN. 7" ow - <br />EMBEDMENT * CENTER OF STRAP AT LO -0 O OF-0 <br />EMBEDMENT AT 32" O.C. � <br />�� Q Z — AND 6" FROM EACH END T/WALL TYP. U.N.O. a- <br />1 SEE PLAN = w U Q <br />�--� _ <br />8" KNOCKOUT COURSE „ ui N (� �F- <br />W/ (1) #5 CONT. w OHO <br />SEE FOUNDATION PLAN z Jul 2 1 2023 N >' a0= <br />FOR FILLED CELL w ■ ■ W <br />SPACING. 0 (.0 O zX0 <br />N V gZ� <br />w <br />Z az <br />.. <br />� Z F � <br />Virtual Review Assist. nc. C� J <br />Plans Review completed and appro e O Q.. <br />for compliance Debra AnneKlahrr PX 300 m <br />With the di <br />NOTE: � � <br />1 GROUT TOP (2) COURSES SOLID z <br />2. MAX. WALL HEIGHT 20'-0" AT 140C z <br />A3 w <br />WIND PRESSURE. IF CONDITIONS J <br />ARE EXCEEDED, CONTACT E.O.R. Wo <br />LAST PLOT DATE <br />May 8, 2023 <br />WALL SPLICE DETAIL Z O <br />4 N.T.S. � ,J 2ND FLOOR PLAN B <br />K -1 <br />MAI <br />1c . <br />